NC0039578_WASTELOAD ALLOCATION_19870626

NPDBS DOCYNI£NT SCANNINS COVER SHEET
•
NPDES Permit:
NC0039578
TWSA WWTP #1
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
June 26, 1987
•
This document IS printed oa X ea=ge paper - 1gx2L0-rc any
coateat oa the revesee Bide

l�
t'
SiA cL4SoA) LA �F}iJ l—rAje� Ore W wTp
NPDES WASTE LOAD ALLOCATION HW
Z I 3B
Facility Named S/�GKSc C.p. �p •gyp OF CU�INI(55�o�� Date 3 9
!7
Existing ® ."m
Proposed ®
Permit No.:
L0039S72Y Pipe No.:
op(County: 'SAQe_5oN\
Design Capacity
(MGD): . ��
Industrial (% of Flow): 4-
DDmestic (% of Flow): g
Receiving Stream:
LU GK A, S L C-,�
(V C(L Class: _ C - Tc-
Sub -Basin: d Z
Reference USGS Quad: F , (o - S w .�
( Please attach) Requestor : 8 Rc >6t6Z Regional Office A- R v
(Guideline
limitations, if applicable, are to be listed on the back of this form.)
Design Mnp.:
3 6
Drainage Area (mil) : ZR6
Avg . Streamf low (cfs) : 7/$
7Q10 (cfs)
Winter 7Q10 (cfs) 19 9
30Q2 (cfs) 2 17
Location of D.O.
minimum (miles below outfall) : 0.6
Slope (fpm) 3
Velocity (fps) :
0.715 o
Kl (base e, per day) : 0.37
K2 (base e . Der day) • -2. 1 v
-8Y
Effluent
Characteristics
Monthly
Average
30
Comments
3°o s
TSs
3a
91 Allocation 0 Comments: tc �
i, Allocation 0 tMahrtdV- _95r- � er Age Z� e� �•
�5 irmation eu
Prepared By: � Gie Reviewed By: L Date:

Request No. :3896
.` .
--------------------- WASTELOAD ALLOCATION APPROVAL FORM
Water Quality Section
Permit Number
: NC0039578
Facility Name
^
: JACKSON CO BOARD
OF COMMISSIONERS
� O 1OO7
Type of Waste
: 96% DOMESTIC / 4%
INDUSTRIAL
|UNI
uv/` } " /�u/
Status
: EXISTING
Receiving Stream
: TUCKASEGEE RIVER
A�h9Vi}|� regiOnn| OfficeStream
Class
: C-TR
A�hpviUo NCdhCDniio3
Subbasin
: 040402
'
County
: JACKSON
Drainage Area
(sq mi)
: 286.
Regional Office
: ARO
Average Flow
(cfs>
: 715
Requestor
: BRID8ES
Summer 7Q10
(cfs)
: 165.
Date of Request
: 3/18/87
Winter. 7Q10
(cfs)
: 199.
Quad
: F6SW
30Q2
((:::fs)
: 297
------------------------- RECOMMENDED EFFLUENT LIMITS
Wasteflow
:
(mgd):
1.5
5-Day BOD
(mg/I
30
Ammonia Nitrogen
(mg/l>:
NR
Dissolved Oxygen (mg/l):
NR
TSS
(mg/l}:
30
Fecal Coliform
(#/100ml):
NR
pH
(SU):
:
:
:
NR
--------------------------------- MONITORING ---------------------------------
Upstream (Y/N): N Location:
Downstream (Y/N): N Location:
---------------------------------- COMMENTS REQUEST MONITORING MONITORING FOR CD,CR,AG,ZN,CN,CU,NI,AND PB.
***CHRONIC TOXICITY LIMITS ATTACHED.
OK W
Recommended b ..... ..... ..... .....
Date
�' » I / /_ a ^ �
Tech. Sup isor
Regi ci rvisor
Permits & Engineering
Date
Date
Date
.
JUL� � 1���
w�**� � » ��"

Facility Name �yWCbd-� �iA✓C�T (/IryM�TJnAf4Permit # /g0639Sn
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or
subsequent versions.
The effluent concentration at which there mayL, be no observable inhibi-
tion of reproduction or significant mortality is -q% (defined as treatment
two in the North Carolina procedure document). The permit holder shall
perform 0q~t_y monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed within thirty
days from issuance of this permit. Effluent sampling for this testing shall
be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition
will be entered on the Effluent Discharge Monitoring Form (MR-1) for the
month in which it was performed, using the appropriate parameter code.
Additionally, DEM Form AT-1 (original) is to be sent to the following
address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed by the North Carolina Division of Environmental Management indicate
potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
7Q10 /65 cfs
Permited Flow 45 MGD
Basin s Sub -basin N 02
Receiving Streq am
County 4
ha
mended b
8 --

`
^
SUMMER
MODEL SAVED ON VOLUME:LRDATA19
UNDER FILENAME "JACKSON"
\
�
---------- MODEL RESULTS ----------
Discharger : JACKSON CO" BOARD OF COMMISSIONERS
Receiving Stream : TUCKASEGEE RIVER
The End End D.O. is 7^64 mg/l"
The End CBOD is 3.70 mg/l.
The End NROD is 0"00 mg/l.
--------------------^-------------------------------------------------
WLA WLA WLA
DU Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg/1) (mg/l) (mgd)
----`~ --------` -~-~--- ---- ---- -- ----------
Segment 1 7"59 0.00 1
Reach 1 135 0.00 0.00 1,50000
`

MODEL. SUMMARY DATA#
Discharger . JACKSON CO. BOARD OF COMMISubbasin : 040402
Receiving Stream . TUCK:ASESE:E RIVER Stream Class: C— R
Summed 701O : 165. Winter 701O : 199.
Design Temperature: 23.
:LENGTH! SLOPE! VELOCITY DEPTH! K1 :.KI ! K2 ! K2 ! K,N ! KN : VIR : KNR 1
! mile : ft/mil fps ! ft :design! 1201 !design: 3201 :design! 120' !design! 3201 :
Segment 1 ! 1.35: 3.00: 0.795
Reach 1
-----------------------------------------------------------------------------------------------------
: 335 ! OA3 !
OX ! 214 !
2.10: 010 ! 0.00
! 0.00 ! 00 !
''q�
! f=1ow
i CDOD
! NBC1) 1
D..0
cfs
! mg/l
1 nag/l
mg/l !
Segment; 1
Reach I
Waste
1 2.325.1135.000
1 0.000 !
0.000
Headwatersl165.00O
: 2.000
: O.O00 1
7.700
Tributary
1 O,000
! O.000
! 0.000 1
O.00r,.)
* Runoff
1 0.000
1 2.000
! 0.O00 :
7.700
* Runoff flow is in cfs/mile

^,
.
SUMMER
MODEL
SAVED ON VOLUME:LBDATA19
UNDER
FILENAME ''JACKSON''
| Seg #
| Reach # |
Seg Mi |
D.O. |
CBOD |
NBOD |
Flow |
1
1
0,00
7.59
3.85
0.00
167.32
1
1
0.27
7.60
3.81
0.00
167,32
1
1
0.54
7^62
3.78
0.00
167"32
1
1
0,81
7.63
3^75
0.00
167.32
1
1
1.06
7.64
3.71
0.00
167^32
1
1
1.35
7.65
3"68
0.00
167.32
| Seg #
| Peach # |
Seg Mi |
D.O. |
CBOD |
NBOD |
Flow |

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LiNa 2-
North Carolina Division 01 Environmental Management S4
Water Quality Section / Technical Services Branch 5
Intensive Survey Unit
14 August 1987
MEMORANDUM
To: Trevor Clemen s
Thru: Jay Sauberj.�ii�fi
From: Howard Bryant I4-YxP�
Subject: Jackson County WWTP BOD-Longterm
Date Collected: 7 May 1987 Setup: 8 May 1987
Collector: Anderson
Sample Description
------------------------------------------------------------
day
BOD
Replicates
NH3
T:N
NOX
TOT N
Jackson County WWTF'
ii
_------------------------
0.12
3.0
-------------
22
Grab
1
1.34
7
7 May 1987
4
4.80
7
N80D = 1.4 x 4.57 = 6.4
5
5.65
7
0.06
1.6
23
24.6
C80D = 26.2 - 6.4 = 19.8
10
8.74
6
14
10.96
6
0.02
1.7
24
25.7
2U
13.45
5
0.03
1.6
21
22.6
25
15.05
4
30
16.27
4
0.03
2.o
24
26
40
19.38
3
0.04
1.6
24
25.6
50
21.30
2
60
22.50
2
70
23.B9
2
80
24.97
2
Comments:
Cary Lab BOD-5 = 24.0 (10 %dilution)
pH - 7.35
1 drop biniodate was added
BOD Test evaluation - Good to Very Good